Rural Works Department has published Tender For Periodical Renewal Of 5 Year Completed Post Dlp Pmgsy (A) T04-Nayahat To Otanga,(B) P.K Road To Seulakhala Road Under Package No. Pm/Nimapara/09.. Submission Date for this Tender is 23-04-2024. Road Work Tenders in nimapara Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Initial Rehabilitation |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials by manual means and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 & as per direction of the Engineer-in-Charge. |
| 3 | a)T04-Nayahat to Otanga |
| 4 | b) P.K Road to Seulakhala |
| 5 | Providing and laying for scraping, cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45 cum of 25mm to 40mm size crusher broken hard granite material and 12.00 Kg penetration grade of bitumen for 10 sqm in each layerwith 0.12cum of 12mm size hard granite chips as key stone for 10sqm spreading over and laying including heating, pouring and spreading over and spreadingbitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machinaries includingcost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge. |
| 6 | a)T04-Nayahat to Otanga |
| 7 | b) P.K Road to Seulakhala |
| 8 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc.complete. |
| 9 | b) P.K Road to Seulakhala |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityas per Technical Specification Clause 405 of MoRD by mechanical means and as per direction of the Engineer-in-Charge. |
| 11 | Grading No.-3 with Crushable screening |
| 12 | b) P.K Road to Seulakhala |
| 13 | White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as perclause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge. |
| 14 | a)T04-Nayahat to Otanga |
| 15 | b) P.K Road to Seulakhala |
| 16 | Construction ofun-reinforced, plain cement Panelled (0.5m x 0.5m) concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specificationas per clause 1501 and direction of Engineer in Charge. |
| 17 | b) P.K Road to Seulakhala |
| 18 | Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge. |
| 19 | 200 m Stone (Precast) |
| 20 | a)T04-Nayahat to Otanga |
| 21 | b) P.K Road to Seulakhala |
| 22 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per direction of the Engineer-in-Charge. |
| 23 | P.C.C grade M 15 (Nominal mix 1:2.5:5) |
| 24 | a)T04-Nayahat to Otanga |
| 25 | ProvidingPlain/reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD as per direction of the Engineer-in-Charge. |
| 26 | P.C.C grade M 15 (Nominal mix 1:2.5:5) |
| 27 | a)T04-Nayahat to Otanga |
| 28 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 29 | a) (T04-Nayahat to Otanga) |
| 30 | 800x600 mm Rectangular |
| 31 | 600 MM Circular |
| 32 | 600 MM Equilateral Triangle |
| 33 | 600x600 mm Square |
| 34 | b) P.K Road to Seulakhala |
| 35 | 600 MM Circular |
| 36 | 600 MM Equilateral Triangle |
| 37 | 600x600 mm Square |
| 38 | Gravel / Moorum filling in both side shoulder of CC pavement to a required thickness including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work completeas per specification and direction of Engineer-in-Charge. |
| 39 | a) (T04-Nayahat to Otanga) |
| 40 | b) P.K Road to Seulakhala |
| 41 | Providing & fixing guard stones of M-15 grade guard /boundary stone /local stone of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 and as per direction of Engineer-in-Charge. |
| 42 | a)T04-Nayahat to Otanga |
| 43 | Earthwork in excavation of foundation of structures upto 3 m depth in ordinary soil as per drawing and technical specification Clause 305.1(11.1) includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material and as per direction of the Engineer-in-Charge. |
| 44 | a) (T04-Nayahat to Otanga) |
| 45 | Filling in Foundation trenches with sand as per Drawing & Technical Specification clause 305.3.9 of MoRD & as per direction of Engineer-in-Charge. |
| 46 | a)T04-Nayahat to Otanga |
| 47 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specificationClause614,709 &1204.3.7 of MoRD and as per direction of the Engineer-in-Charge. |
| 48 | a)T04-Nayahat to Otanga |
| 49 | Routine Maintenance |
| 50 | a) T04-Nayahat to Otanga |
| 51 | For 1st Year |
| 52 | I - BT Renewed |
| 53 | I - CC |
| 54 | For 2ndYear |
| 55 | II - BT Renewed |
| 56 | II - CC |
| 57 | For 3rd Year |
| 58 | III - BT Renewed |
| 59 | III - CC |
| 60 | For 4th Year |
| 61 | IV - BT Renewed |
| 62 | IV - CC |
| 63 | For 5th Year |
| 64 | V - BT Renewed |
| 65 | V - CC |
| 66 | b) P.K Road to Seulakhala |
| 67 | For 1st Year |
| 68 | I - BT Renewed |
| 69 | I - CC |
| 70 | For 2ndYear |
| 71 | II - BT Renewed |
| 72 | II - CC |
| 73 | For 3rd Year |
| 74 | III - BT Renewed |
| 75 | III - CC |
| 76 | For 4th Year |
| 77 | IV - BT Renewed |
| 78 | IV - CC |
| 79 | For 5th Year |
| 80 | V - BT Renewed |
| 81 | V - CC |
| 82 | Periodic Renewal |
| 83 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD and as per direction of the Engineer-in-Charge. |
| 84 | b) P.K Road to Seulakhala |
| 85 | Providing and applying tack coat with Bitumen emulsion (RS)using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous primed surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge. |
| 86 | a) T04-Nayahat to Otanga |
| 87 | b) P.K Road to Seulakhala |
| 88 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading (Grading-II), premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 89 | a) T04-Nayahat to Otanga |
| 90 | b) P.K Road to Seulakhala |
| 91 | Emergency works (Work to be taken up as per the reqirement & separate work order to be issued by PIU) |
| 92 | a) T04-Nayahat to Otanga |
| 93 | b) P.K Road to Seulakhala |
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